Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
3RD PLANNING SUBMITTAL 05/15/25
4TH PLANNING SUBMITTAL 07/25/25
TITLE SHEET
DAB-A0.1
TABULATION
VICINITY MAP
SITE
PLANNING :
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS
EXISTING BUILDING CONSTRUCTION:
TYPE III, MODIFIED BY PREVIOUS AMMR ROOF
ASSEMBLY NOT REQUIRED TO BE 1 HOUR
BUILDING OCCUPANCY EXISTING: M, S-1, B, S-3
BUILDING OCCUPANCY PROPOSED: B, S-1, F-1
43800 OSGOOD ROAD
1. AUTOMATIC FIRE SPRINKLER SYSTEM FOR THIS PROJECT SHALL BE INSTALLED IN ACCORDANCE TO NFPA 13 CONSTRUCTION
STANDARD. THE SYSTEM MUST BE SUBMITTED TO THE FREMONT FIRE
DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION. A SEPARATE PLAN REVIEW FEE WILL BE COLLECTED UPON REVIEW OF THESE PLANS.
2. AN APPROVED (MANUAL AND AUTOMATIC) FIRE ALARM IS
REQUIRED FOR THIS PROJECT IN ACCORDANCE TO NFPA 72
(2016 EDITION). PLANS SPECIFICATIONS AND OTHER
INFORMATION PERTINENT TO THE SYSTEM MUST BE SUBMITTED TO
THE FREMONT FIRE DEPARTMENT FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION. A SEPARATE PLAN REVIEW FEE WILL BE COLLECTED UPON REVIEW OF THESE PLANS. FIRE ALARM SYSTEMS SHALL BE U.L. CERTIFICATED, CERTIFICATE OF COMPLETION AND
OTHER DOCUMENTATION LISTED THE NATIONAL FIRE ALARM CODE
SHALL BE PROVIDED FOR ALL NEW FIRE ALARM SYSTEM
INSTALLATIONS.
ZONING DESIGNATION - C-R
GENERAL PLAN - COMMERCIAL REGIONAL
43800 OSGOOD ROAD, FREMONT CA
513 070101700
OWNER:
STERLING ORGANIZATION
ARCHITECT:
PHONE: 510.334.1340
600 GRAND AVE., STE.# 302
HPA, INC.
CONTACT: TYNEISE BEYER
OAKLAND, CA 94610
LANDSCAPE
GREEN DESIGN LANDSCAPE ARCHITECTURE
1464 POPINJAY DRIVE
RENO, NV
TEL: 775.829.1364
CONTACT: BARBARA HATCH
CIVIL ENGINEER:
KIER WRIGHT CIVIL ENGINEERS
LIVERMORE, CA 94551
2850 COLLIER CANYON ROAD
APLICANT,
EMAIL: [email protected]
ARCHITECTURAL
CIVIL
DAB-A0.1 TITLE SHEET
DAB-A1.1 OVERALL SITE PLAN
DAB-A2.0 OVERALL EXIT PLAN
DAB-A2.1 OVERALL FLOOR PLAN
DAB-A3.1 ELEVATIONS
C1.0 COVER SHEET
C2.0 TOPOGRAPHIC SURVEY
C3.0 PRELIMINARY DEMOLITION PLAN
C4.0
PRELIMINARY GRADING AND DRAINAGE PLAN
C5.0 PRELIMINARY UTILITY PLAN
C6.0 EROSION CONTROL PLAN
C7.0 STORMWATER QUALITY CONTROL PLAN
C8.0 SECTIONS
C9.0 CLEAN BAY BLUE PRINT
E0.1 NOTES AND SYMBOLS
E2.1 SITE LIGHTING POWER PLAN
ELECTRICAL
PLN2025-00100
PROJECT DESCRIPTION
EXISTING CONCRETE TILT UP BUILDING FOR INDUSTRIAL USE.
C7.1 STORMWATER QUALITY CONTROL CALCULATIONS
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
PHONE: 561.812.7472
DAB-A3.2 COLOR ELEVATION
DAB-A3.3 MATERIAL BOARD
LC1.1 PRELIMINARY LANDSCAPE PLAN
LC1.2 PRELIMINARY TREE REMOVAL PLAN
LANSCAPE
E2.2 SITE LIGHTING PHOTOMETRIC
E2.3 TITLE 24 CALCULATIONS
E2.4 TITLE 24 CALCULATIONS
LC1.3 ARBORIST TREE INVENTORY/DEPOSITION LIST
LC2.1 IRRIGATION HYDROZONE PLAN
DAB-A1.1F FIRE ACCESS ROAD PLAN
ZONING DESIGNATION - I-T
GENERAL PLAN - INDUSTRIAL-TECH
EXISTING BUILDING AREA = 143,795 S.F.
NEW BUILDING AREA = 149,795 S.F.
MINOR INCREASE REQUEST TO BE ACCEPTABLE UNDER
EXISTING BUILDING CODE 1011.6.2
DAB-AD.1 SITE DETAILS
DAB-AD.2 TRASH ENCLOSURE DETAILS
CLIMATE READY FREMONT PLAN (FREMONT’S LOCAL CLIMATE ACTION PLAN) IS CURRENTLY IN EFFECT SCOPE OF WORK FOR EXISTING SITE AND BUILDING:
SCOPE OF WORK FOR EXISTING SITE AND BUILDING:
Exhibit D - Project Plans
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
3RD PLANNING SUBMITTAL 05/15/25
4TH PLANNING SUBMITTAL 07/25/25
OVERALL SITE PLAN
DAB-A1.1
SITE PLAN KEYNOTES
SITE PLAN GENERAL NOTES
SITE LEGEND
PERFORMANCE STANDARDS.
CLIMATE READY FREMONT PLAN (FREMONT’S LOCAL CLIMATE ACTION PLAN) IS CURRENTLY IN EFFECT.
PROJECT TO COMPLY WITH CLIMAT ACTION PLAN (CAP)
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
3RD PLANNING SUBMITTAL 05/15/25
4TH PLANNING SUBMITTAL 07/25/25
FIRE ACCESS ROAD PLAN
DAB-A1.1F
FIRE DEPARTMENT NOTES:
FIRE SITE PLAN ACCESS KEY NOTES:
FIRE SITE PLAN LEGENDS:
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
3RD PLANNING SUBMITTAL 05/15/25
4TH PLANNING SUBMITTAL 07/25/25
EXIT PLAN
DAB-A2.0
EGRESS PLAN KEYNOTES
TACTILE EGRESS SIGNAGE
MISCELLANEOUS SIGNAGE
ACCESSIBLE EGRESS
(BRAILLE) (BRAILLE)
LEGENDS
Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
3RD PLANNING SUBMITTAL 05/15/25
4TH PLANNING SUBMITTAL 07/25/25
Overall Floor Plan
DAB-A2.1
KEYNOTES - FLOOR PLAN
GENERAL NOTES - FLOOR PLAN
ELEVATIONS
DAB-A3.1
Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT HPA Inc.
600 Grand Avenue, Ste.302
Oakland, CA 94610
Tel : 949-863-1770
E-Mail : [email protected]
Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
3RD PLANNING SUBMITTAL 05/15/25
4TH PLANNING SUBMITTAL 07/25/25
KEYNOTES - ELEVATIONS
GENERAL NOTES - ELEVATIONS
ELEVATION COLOR LEGEND/SCHED.
GLAZING LEGEND
Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
COLOR ELEVATION
DAB-A3.2
Owner:
Project:
Consultants:
HPA Inc.
18831 Bardeen Avenue, Ste.100
Irvine, CA 92612
Tel : 949-863-1770
E-Mail : [email protected]
302 DATURA ST. SUITE 100
WEST PALM BEACH, FL 33401
Tel : 561.812.7472
43800 OSGOOD
ROAD
CIVIL
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRCIAL
LANDSCAPE
FIRE
SOILS
KIER & WRIGHT
-
-
-
-
GREEN DESIGN
-
-
TITLE
Project Number:
Drawn By:
Date:
24314
ST
11/12/2024
Revision:
Sheet:
CAUTION : IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT Fremont, CA
2ND PLANNING SUBMITTAL 02/19/25
1ST PLANNING SUBMITTAL 10/12/24
MATERIAL BOARD
DAB-A3.3
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
Z:\2024\A24312\DWG\ENTITLEMENTS\A24312-PG.dwg [C1.0 COVER] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS NORTH
SHEET INDEX
CIVIL SHEETS
NO SHEET DESCRIPTION
1 C1.0 COVER SHEET
2 3
4 5
6 7
8 FOR ALL STAKING SCHEDULING AND REQUEST FOR PROPOSALS PLEASE CONTACT:
GERRY HAMMOND
(925)245-8788
[email protected]
CONSTRUCTION STAKING NOTE:
R
Callbefore you dig.
below.Know what's
VICINITY MAP
NOT TO SCALE
KEY MAP
SCALE: 1" = 150'
FREMONT,
PRELIMINARY SITE IMPROVEMENT PLANS
AUTO MALL PARKWAY
AB = AGGREGATE BASE
ABS = ACRYLONITRILE-BUTADIENE-
STYRENE PIPE
AC = ASPHALT CONCRETE
AHJ = AUTHORITY HAVING JURISDICTION
ARV = AIR RELEASE VALVE
ASTM = AMERICAN SOCIETY OF
TESTING AND MATERIALS
AWWA = AMERICAN WATER WORKS
ASSOCIATION
BC = BEGINNING OF CURVE
BFV = BUTTERFLY VALVE
BO = BLOW-OFF VALVE
BOW = BACK OF SIDEWALK
BR = BEGINNING OF RETURN
CALTRANS = STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION
CF = CUBIC FOOT (FEET)
CL. = CLEAR
CONC = CONCRETE
CONST. = CONSTRUCTION
CO = CITY OF FREMONT
COTG = CLEANOUT TO GRADE
C-I-P = CAST-IN-PLACE
CIPCP = CAST-IN-PLACE CONCRETE PIPE
CVC = CALIFORNIA VEHICLE CODE
C&G = CURB & GUTTER
CL = CENTERLINE
DETAIL X = CALTRANS STRIPING
DESIGNATION
DF = DOUGLAS FIR
D.G. = DECOMPOSED GRANITE
DIA. = DIAMETER
DIP = DUCTILE IRON PIPE
DR = DIMENSION RATIO
DWY = DRIVEWAY
EC = END OF CURVE
EG = EXISTING GRADE
EP = EDGE OF PAVEMENT
ER = END OF RETURN
FC = FACE OF CURB
FG = FINISHED GRADE
FH = FIRE HYDRANT
FL = FLOW LINE
GALV. = GALVANIZED
GB = GRADE BREAK
HDPE = CORRUGATED POLYETHYLENE
NONPRESSURE PIPE
HPS = HIGH PRESSURE SODIUM
I.D. = INSIDE DIAMETER
IE = INVERT ELEVATION
I.P. = IRON PIPE
LS = REGISTERED LAND SURVEYOR
LSE = LANDSCAPE EASEMENT
(LT) = LEFT
MAX. = MAXIMUM
MECH = MECHANICAL
MH = MAINTENANCE HOLE
MIN. = MINIMUM
MLCSP = MORTAR-LINED AND
MORTAR-COATED STEEL PIPE
MPH = MILES PER HOUR
MUTCD = MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES
NAVD = NORTH AMERICAN VERTICAL DATUM
NFPA = NATIONAL FIRE PROTECTION
ASSOCIATION
O.C. = ON CENTER
O.D. = OUTSIDE DIAMETER
PCC = PORTLAND CEMENT CONCRETE
PE = POLYETHYLENE PLASTIC PIPE
PL = PROPERTY LINE
P.A. = PLANTING AREA
P.A.E. = PEDESTRIAN ACCESS EASEMENT
PG&E = PACIFIC GAS & ELECTRIC COMPANY
PS = PRESSURE SURGE
PSM = PROCESS SAFETY MANAGEMENT
PT = POINT
P.U.E = PUBLIC UTILITIES EASEMENT
PVC = POLYVINYL CHLORIDE PIPE
PVCPP = PVC PRESSURE PIPE
PVCSDNPP = PVC STORM DRAIN
NONPRESSURE PIPE
R = RADIUS
RCE = REGISTERED CIVIL ENGINEER
RCP = REINFORCED CONCRETE PIPE
RCPP = REINFORCED CONCRETE PRESSURE
PIPE
RCP(PVCL) = REINFORCED CONCRETE PIPE
(PVC LINED)
REQ'D = REQUIRED
RE = RIM ELEVATION
(RT) = RIGHT
RW = RECYCLED WATER
R/W = RIGHT OF WAY
"S" = SLOPE
SD = STORM DRAIN
SDCB = STORM DRAIN CATCH BASIN
SCH = SCHEDULE
SL = STREET LIGHT
SLC = STREET LIGHT CONDUIT
MC = FREMONT MUNICIPAL CODE
PD = FREMONT POLICE DEPARTMENT
SQ. = SQUARE
SS = SANITARY SEWER
SSFM = SANITARY SEWER FORCE MAIN
SSLH = SANITARY SEWER LAMP HOLE
STD. = STANDARD
SW = SIDEWALK
SWE = SIDEWALK EASEMENT
T = TELEPHONE
TOB = TOP OF BERM
TC = TOP OF CURB
T.I. = TRAFFIC INDEX (TI)
T.V. = TELEVISION
TYP. = TYPICAL
T&B = TOP & BOTTOM
VCP = VITRIFIED CLAY PIPE
W = WATER
WCR = WHEEL CHAIR RAMP
WDID = WASTE DISCHARGE IDENTIFICATION
WRD = WATER RESOURCES DIVISION
W\ = WITH
Ø = DIAMETER
ABBREVIATIONS
OF
FOR
ARCO/MURRAY NATIONAL
NORCAL, LLC
CALIFORNIA
43800 OSGOOD ROAD
JULY, 2025
OSGOOD ROAD
NOTE:
THE PRELIMINARY PLANS PROVIDE DESIGN INTENT. ALL
PROPOSED CIVIL IMPROVEMENTS HEREIN WILL REQUIRE
ADDITIONAL DETAILS, DURING THE DETAILED PHASE, I.E.
CONSTRUCTION DOCUMENTS. IT'S EXPECTED AND
UNDERSTOOD THAT DURING THE CONSTRUCTION DOCUMENT
PHASE THE CIVIL ENGINEER WILL REVISE THE PLANS TO
MEET AND SATISFY THE CITY'S COMMENTS/CONDITIONS OF
APPROVALS.
C1.0
COVER SHEET
SITE
N
FREMONT
9 C2.0 TOPOGRAPHIC SURVEY
C3.0 PRELIMINARY DEMOLITION PLAN
C4.0 PRELIMINARY GRADING & DRAINAGE PLAN
C5.0 PRELIMINARY UTILITY PLAN
C6.0 EROSION CONTROL PLAN
C7.0 STORMWATER QUALITY CONTROL PLAN
C7.1 STORMWATER QUALITY CONTROL CALCULATIONS
C8.0 SECTIONS
10 C9.0 CLEAN BAY BLUE PRINT
EARTHWORK SUMMARY
PARCEL 2
(234 PM 82-83)
OSGOOD ROAD
OSGOOD
COURT
PARCEL 1
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG.dwg [C2.0 TOPO] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS NOTES
NOTE: THIS SITE HAS FIBER OPTIC LINES
LOCATED ON OR ADJACENT TO IT.
NORTH
ABBREVIATIONS
C2.0
TOPOGRAPHIC SURVEY
PARCEL 2
(234 PM 82-83)
OSGOOD ROAD
OSGOOD
COURT
NORTH
LEGEND
PRELIMINARY DEMOLITION
PLAN
C3.0
”
2. “
”
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG-GP SCHEME 5.dwg [C3.0 DEMO] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS
PARCEL 2
(234 PM 82-83)
OSGOOD ROAD
INTERSTATE 680
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
NORTH
C4.0
PRELIMINARY GRADING &
DRAINAGE PLAN
LEGEND
PROPOSED EXISTING DESCRIPTION
CONTOUR LINE
LOT LINE
SPOT ELEVATION
STORM DRAIN - MANHOLE AND
CATCH BASIN
THRU CURB DRAIN
CURB CUT
AD AREA DRAIN
BLDG BUILDING
BW BACK OF WALK
C CONCRETE
CB CATCH BASIN
DIP DUCTILE IRON PIPE
FC FACE OF CURB
FF FINISHED FLOOR
GB GRADE BREAK
HP HIGH POINT
IE INVERT ELEVATION
LP LOW POINT
NEF NON EXPANSIVE FILL
OF OVERFLOW
PV PAVEMENT
R RIDGE
RE RIM ELEVATION
SDJB STORM DRAIN JUNCTION BOX
SDMH STORM DRAIN MANHOLE
TC TOP OF CURB
300 300
100.00 300.00
SD SD
TRUCK PAVEMENT
PAVEMENT
AUTO PAVEMENT
DETAIL 1
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG-GP SCHEME 5.dwg [C4.0 GRADE] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS
PARCEL 2
(234 PM 82-83)
OSGOOD ROAD
OSGOODCOURT
PARCEL 1
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
LEGEND
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG-UP.dwg [C5.0-PRELIM UTILITY] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS
C5.0
PRELIMINARY UTILITY PLAN
NORTH
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
NORTH
C6.0
LEGEND
1 -
2 -
2 -
2 -
3 -
3 -
4 -
EROSION CONTROL PLAN
STABILIZED CONSTRUCTION ENTRANCE
PROFILE
PLAN
1 DROP INLET SEDIMENT FILTER 3
STRAW WATTLE
LIVE STAKE
1"x1" STAKE
2 NOTE:
ISOMETRIC SECTION
4 EXISTING CURB
INLET FILTER DETAIL
3 -
3 -
3 -
3 -
3 -
3 -
4 -
3 -
3 -
1 -
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG-SWM SCHEME 5.dwg [C6.0 ECP] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
DMA 1
NORTH
C7.0
STORMWATER QUALITY
CONTROL PLAN
LEGEND
DMA
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG-SWM SCHEME 5.dwg [C7.0 SWQCP] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS
C7.1
STORMWATER QUALITY
CONTROL CALCULATIONS
BUBBLE UP DETAIL/PUMP DISCHARGE
2 1
SECTION - IN GROUND BIORETENTION
PUMP STATION SECTION
3 DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG-SWM SCHEME 5.dwg [C7.1 SWQCP] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG.dwg [C8.0 SECTIONS] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS C8.0
SECTIONS
SECTION E
SECTION B
SECTION C
SECTION D
SECTION A
INTERSTATE 680
SECTION F
SECTION G SECTION H
SECTION I
C9.0
CLEAN BAY BLUE PRINT
DRAWING NUMBER:
PRELIM SITE IMPROVEMENT PLANS
DRAWN BY: STF CHECKED BY:
FREMONT, CA
OF
43800 OSGOOD ROAD
FOR
SCLP I FREMONT, LLC
ORIGINAL ISSUE
DATE: 11.14.2024
CURRENT SET ISSUE
DATE: 07.24.2025
REVISIONS BYNO.
KIER + WRIGHT PROJECT NUMBER: A24312
DEPARTMENT:
2850 Collier Canyon Road
Livermore, CA 94551
Phone: (925) 245-8788
www.kierwright.com
\\Kierwright.local\Global\Z\2024\A24312\DWG\ENTITLEMENTS\A24312-PG-SWM SCHEME 5.dwg [C9.0 CBBP] Plot: Friday, July 25, 2025 RILEY CRESSLER OF ___ SHEETS
ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES
BRANCH CIRCUIT VOLTAGE DROP (3%)A
M
E N
L
NOTES:
1. ASSUMING SINGLE PHASE CIRCUIT, 90% POWER FACTOR, UNCOATED COPPER CONDUCTORS IN STEEL RACEWAY FROM NEC CHAPTER 9, TABLE 9.
2. ASSUMING LOAD EQUAL TO 80% OF OCD RATING IS CONCENTRATED AT THE END OF THE CIRCUIT.
3. LONGER BRANCH CIRCUIT LENGTHS SHALL BE ALLOWED WHEN THE CIRCUIT LOAD IS KNOWN AND THE CONTRACTOR HAS PROVIDED A VOLTAGE DROP CALCULATION. THE CALCULATION RESULTS SHALL BE MARKED ON THE AS-BUILT PLANS.
THE CONTRACTOR SHALL PROVIDE MINIMUM SIZED
BRANCH CIRCUIT CONDUCTORS PER THE TABLE
BELOW
CONDUCTOR
SIZE (AWG)
BRANCH
CIRCUIT OCD
(AMPS)
CIRCUIT VOLTAGE
MAX ALLOWABLE LENGTH (FT)
277
189
313
474
240 208
164
271
411
142
235
356
142
234
140
356
123
203
107
176
120 103
308 267
225 190 165
120
82 135
205
15 15
15 #10
#12
61 102
20 20
60 30
15420
#12
#10
#10
#8
9530#8
#8
BRANCH CIRCUIT VOLTAGE DROP (3%)
1 E-201
TITLE
SCALE: NTS
1 1
E-501
TITLE MARK DETAIL OR PLAN
NO. - 1
FOUND IN E-201
DETAIL REFERENCE
DETAIL NO. - 1
FOUND IN E-501
SECTION MARK SECTION
NO. - 1 FOUND IN E-501SHEET KEYNOTE
DETAIL
BOUNDARY B
DETAIL NO. - 2
2 E
-201
POINT OF CONNECTION
POINT OF
DISCONNECTION
ANNOTATION
REVISION CLOUD
(DELTA 1)
PANEL:CIRCUITLP4:12
POWER OUTLETS (WALL OUTLETS +18"AFF U.N.O.)
LIGHTING
SWITCHES / CONTROLS
POWER
SINGLE LINE DIAGRAMS
FLR WALL CLG
DUPLEX
QUADRUPLEX
GFCI DUPLEX
SIMPLEX
GFCI QUADRUPLEX
FLOOR BOX "X" -
(DESCRIBE AND
SPEC BOX)
JUNCTION BOX
POKE THRU
COUNTERTOP DUPLEX
ISOLATED
GROUND DUPLEX
ISOLATED
GROUND SIMPLEX
WEATHER
PROOF DUPLEX
SPLIT WIRE
SPECIAL OUTLET
MULTI OUTLET
SURFACE RACEWAY
FLR WALL CLG
RECESSED DOWNLIGHT
1X4 SURFACE
MOUNTED LIGHT
2X4 SURFACE
MOUNTED LIGHT
4FT WALL
MOUNTED LIGHT
1X4 EMERGENCY
LIGHT
2X4 EMERGENCY
LIGHT
2X4 RECESSED
LIGHT
EXIT SIGN 1 FACE
EXIT SIGN 1 FACE
LEFT ARROW
FLR WALL CLG
LIGHT SWITCH -
TIME OPERATED
LIGHT SWITCH -
SINGLE POLE
LIGHT SWITCH -
THREE WAY
LIGHT SWITCH -
KEY OPERATED
LIGHT SWITCH -
WITH PILOT LIGHT
DISTRIBUTION BOARD
RECESSED PANEL
SURFACE MOUNTED PANEL
TRANSFORMER
DISCONNECT SWITCH
SWITCH - MOTOR RATED
FUSED DISCONNECT SWITCH
MAGNETIC MOTOR STARTER
STARTER - DISCONNECT
SWITCH
MOTOR
RELAY
VARIABLE FREQUENCY DRIVE
PULL BOX
CABLE TRAY
CIRCUIT BREAKER SWITCH
FUSE - INLINE
FUSE SWITCH
FUSED - SWITCH BUS PLUG
CIRCUIT BREAKER
- ENCLOSED
KIRK KEY INTERLOCK
BUSDUCT
SWITCHGEAR BUSWAY
GROUND FAULT RELAY
AMMETER
DIGITAL METER UON
TRANSFORMER - DELTA
WYE-GROUNDED
ATS - 3-POLE UON
BP - WITH BYPASS
ISOLATION
BATTERY
GENERATOR
PANEL
M
JJ J
FB
T
3 K
P
R
PB
CB
K
X
A
CTR
IG
IG
WP
M
G
BP
EMERGENCY BATTERY
PACK
EMERGENCY BATTERY
PACK W/ EXIT SIGN
1 PLAN TITLE NO. -1VIEW TITLE
SCALE: NTS
1 DIGITAL SWITCH
DIGITAL DIMMER SWITCH
DUAL-TECHNOLOGY
OCCUPANCY/VACANCY SENSOR
PHOTOCELL
OCCUPANCY SENSOR POWER
PACK
FLR WALL CLG
PC
PP
DT
T
VFD
XXXXX
XXXXX
XXXXX
XXXXX
GFR
1-1
AC EQUIPMENT TAG
DESIGNATION AC
DESIGNATION
NUMBER 1-1
POWER/VOICE DATA WHIP -
JUNCTION BOX
P V
1 E-501
D
LV
DT
PASSIVE INFRARED
OCCUPANCY/VACANCY SENSOR
IR IR
1. UNLESS LISTED OTHERWISE, THE AMPACITY OF 600 VOLTS OR LESS CONDUCTORS SHALL BE BASED ON THE TERMINALS NOT TO EXCEED 60°C(140°F) FOR CONDUCTOR SIZE 14 THROUGH 1 AWG OR 75°C(167°F) FOR CONDUCTOR SIZES OVER 1AWG.
2. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT.
3. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS.
4. GREEN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL BRANCH CIRCUITS AND FEEDERS.
5. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF.
6. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS.
7. A SINGLE RECEPTACLE INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT SHALL HAVE AN AMPERE RATING OF NOT LESS THAN THAT OF THE BRANCH CIRCUIT. INDICATE THE RECEPTACLES RATING.
8. MINIMUM SIZE OF CONDUIT SHALL BE 3/4". MINIMUM SIZE OF NEUTRAL CONDUCTOR SHALL BE #10 AWG, UNLESS NOTED OTHERWISE, MINIMUM SIZE OF CONDUCTOR SHALL BE #12 AWG, MINIMUM CONDUCTOR SIZE AT 120 VOLTS AND OVER 100FT CIRCUIT LENGTH SHALL BE #10 AWG, MINIMUM CONDUCTOR SIZE AT 277 VOLTS AND OVER 200FT. CIRCUIT LENGTH SHALL BE #10AWG, UNLESS NOTED OTHERWISE.
9. ELECTRICAL CIRCUIT NUMBERS ARE SHOWN FOR DESIGN INTENT ONLY. VERIFY EXACT CIRCUIT NUMBERING IN FIELD AND MAKE NECESSARY CHANGES. EACH CIRCUIT SHALL BE INSTALLED WITH 2#12, 1#12G IN 3/4" CONDUIT UNLESS NOTED OTHERWISE.
CONTRACTOR SHALL PROPERLY BALANCE LOADS BETWEEN PHASES. REFERENCE PANEL SCHEDULES ON E4.X SERIES DRAWINGS FOR CIRCUITING REQUIREMENTS. COORDINATE INSTALLATION REQUIREMENTS AND LOCATIONS WITH INSTALLER PRIOR TO ROUGH- IN.
10. ALL ELECTRICAL JUNCTION BOX COVERS SHALL BE COLOR CODED TO MATCH BASE BUILDING STANDARDS. ALL JUNCTION BOX COVERS SHALL CONTAIN ADHESIVE LABELS DESIGNATING CIRCUIT NUMBER(S) AND PANEL(S).
11. COORDINATE EQUIPMENT POWER REQUIREMENTS WITH MECHANICAL AND PLUMBING DRAWINGS.
12. WHEN TWO DEVICES ARE SHOWN ADJACENT TO EACH OTHER, THE DEVICES SHALL BE MOUNTED UNDER A COMMON COVERPLATE.
13. CIRCUIT DESIGNATIONS ARE NOTED AS "XX:YY" WHERE XX = PANEL AND YY = CIRCUIT NUMBER.
14. ALL OUTLETS WITHIN 6'-0" OF WATER SHALL BE GFCI TYPE.
15. ALL SUPPORTS FOR ELECTRICAL CONNECTIONS SHALL BE BY EC.
16. INSTALLATION SHALL COMPLY WITH 2022 CALIFORNIA ELECTRICAL CODE.
17. ALL DISCONNECTS ALL VOLTAGES SHALL BE LOCKABLE.
18. MAINTAIN 36" CLEARANCE IN FRONT OF ALL PANELBOARDS.
19. ALL FEEDERS TO POWER SUB-PANELS SHALL BE RUN UNDERSLAB. ALL FEEDERS TO EQUIPMENT SHALL BE RUN OVERHEAD.
20. EC SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT IN THE MECHANICAL ROOM, WASTE WATER ROOM AND WASH FLOOR USING SEAL TIGHT WATERPROOF FLEXIBLE CONDUIT. ALL OTHER EQUIPMENT FLEX CONNECTIONS SHALL BE IN EITHER SEAL TIGHT WATERPROOF CONDUIT OR FLEXIBLE METALIC CONDUIT. ALL FLEX CONNECTIONS SHALL BE NO LONGER THAN 36” MAXIMUM UNLESS APPROVED BY ARCO & OWNER.
21. UNLESS NOTED OTHERWISE, THE SWITCH SHOWN IN A ROOM / AREA SHALL CONTROL ALL LIGHT FIXTURES IN THE ROOM / AREA.
22. COORDINATE EXACT LOCATION OF ALL EQUIPMENT WITH ALL TRADES PRIOR TO INSTALLATION. THE LIGHT SWITCHES,
THERMOSTATS AND FIRE ALARM DEVICES, LOCATED NEAR THE ENTRY WAY OF A ROOM, SHALL BE VERTICALLY CENTERED ON EACH OTHER.
23. PROVIDE ALL APPURTENANCES, INCLUDING POWER PACKS, CABLING, RACEWAY AND BOXES, FOR AN OPERATIONAL LIGHTING CONTROL SYSTEM. PROVIDE CONNECTION TO LOCAL LIGHTING CIRCUIT FOR ALL POWER PACKS AND SUPPLEMENTARY CONTROL EQUIPMENT. COORDINATE TIMER AND SCENE SETTINGS WITH OWNER PRIOR TO SUBSTANTIAL COMPLETION.
24. ALL EXIT SIGNS/EMERGENCY FIXTURES SHALL BE WIRED AHEAD OF ANY SWITCHES AND SHALL HAVE A CONSTANT HOT LEG CONNECTED.
GFCI, WEATHERPROOF
DUPLEX
WP
PROJECT:
ADDRESS:
ISSUE DATE:
SHEET
TITLE:
SCALE
:
SHEET
NUMBER:
REVISIONS:
PROJ. NO:
ARCO/MURRAY ENGINEERING
3113 Woodcreek Dr.
Downers Grove, IL 60515
P: (331) 251-2726
www.amps-db.com
E0.143800 OSGOOD ROAD
43800 Osgood Rd.
Fremont, CA 94539
01/29/2025
NOTES & SYMBOLS
PS158
-A-
ADDL ADDITIONAL
AFF ABOVE FINISHED FLOOR
AIC AMPERE INTERRUPTING CAPACITY
AMP AMPERE
ANN ANNUNCIATOR
APPD APPROVED
APPX APPENDIX
ARCH ARCHITECT
ATCH ATTACHMENT
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AUX AUXILIARY
AV AUDIO VISUAL, ALARM VALVE
AVG AVERAGE
AWG AMERICAN WIRE GAUGE
-B-
BAS BUILDING AUTOMATION SYSTEM
BAT BATTERY
BFF BELOW FINISH FLOOR
BKGD BACKGROUND
BLDG BUILDING
BLW BELOW / UNDERGROUND
BOS BOTTOM OF STEEL
BOT BOTTOM
BRKR BREAKER
BSMT BASEMENT
BSTR BOOSTER
BTWN BETWEEN
-C-
CAB CABINET
CAP CAPACITOR, CAPACITY
CB CIRCUIT BREAKER, CATCH BASIN
CCTV CLOSED CIRCUIT TELEVISION
CD CONSTRUCTION DOCUMENT, CEILING DIFFUSER
CERT CERTIFY
CH CHILLER
CHK CHECK
CKT CIRCUIT
CL CENTER LINE, CLOSE, CLOSET
CLG CEILING
CONC CONCRETE
CONN CONNECT, CONNECTION
COORD COORDINATE
CORR CORRIDOR
CP CONTROL PANEL, CHROME PLATED
CR CONTROL RELAY, CARD READER, CASING RELIEF
VALVE
CS CONTROL SWITCH
CTRL CONTROL
CTV CABLE TELEVISION, CONTROL VALVE
-D-
(D) EXISTING TO BE DEMOLISHED
DC DIRECT CURRENT
DDC DIRECT DIGITAL CONTROL
DEF DEFINITION
DEG DEGREE
DEG F DEGREES FAHRENHEIT
DEMO DEMOLITION
DESCR DESCRIPTION
DET DETAIL
DGTL DIGITAL
DIAG DIAGRAM
DIM DIMENSION
DIR DIRECTION
DISC DISCONNECT
DISCH DISCHARGE
DISTR PNL DISTRIBUTION PANEL
DIV DIVISION
DMR DIMMER
DS DISCONNECT SWITCH
DWG DRAWING
-E-
(E) / EX EXISTING TO REMAIN
(ER) EXISTING TO BE RELOCATED
EA EACH
EH ELECTRIC HEATER
EL ELEVATION, ELEVATOR LOBBY
ELEC ELECTRIC, ELECTRICAL
EMER EMERGENCY
ENVIR ENVIRONMENT
EPO EMERGENCY POWER OFF
EQ EQUAL
EQUIP EQUIPMENT
EQUIV EQUIVALENT
EXCL EXCLUDE
EXH FN EXHAUST FAN
EXIST EXISTING
EXT EXTERNAL
-F-
F FAHRENHEIT, FIRE SERVICE, FEMALE
FA FIRE ALARM, FACE, FREE AREA
FAAP FIRE ALARM ANNUNCIATOR PANEL
FACP FIRE ALARM CONTROL PANEL
FC FOOTCANDLE
FCA FAULT CURRENT AVAILABLE, FLOOR CONTROL
VALVE ASSEMBLY
FDR FEEDER
FL / FLR FLOOR
FLEX FLEXIBLE
FLUOR FLUORESCENT
FR FIRE RATING, FLOOR RECEPTACLE
FREQ FREQUENCY
FT FOOT, FEET
FU FUSE
FU SW FUSED SWITCH
FUT FUTURE
-G-
G GROUND, GAS, GREEN
GC GENERAL CONTRACTOR
GEN GENERATOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
-H-
HP HORSEPOWER
HZ HERTZ
-J-
JB JUNCTION BOX
-L-
LTG LIGHTING
LV LOW VOLTAGE
-M-
MAX MAXIMUM
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MECH MECHANICAL
MIN MINIMUM, MINUTE
MV MEDIUM VOLTAGE
-N-
NC NORMALLY CLOSED
NEUT NEUTRAL
NO NORMALLY OPEN, NUMBER
NTS NOT TO SCALE
-P-
P POLE
PB PULL BOX, PUSH BUTTON
PH PHASE
PNL PANEL
PWR POWER
-R-
(R) REMOVE EXISTING
REC RECESSED
RECPT RECEPTACLE
REQD REQUIRED
RM ROOM
-S-
SCHED SCHEDULE
SD SMOKE DETECTOR/DAMPER, STORM DRAIN
SECT SECTION
SPEC SPECIFICATION
SPKR SPEAKER
SWBD SWITCHBOARD
SWGR SWITCHGEAR
SYS SYSTEM
-T-
TELCOM TELECOMMUNICATIONS
TV TELEVISION, TURNING VANES
TVSS TRANSIENT VOLTAGE SURGE SUPRESSOR
TYP TYPICAL
-U-
UC UNDERCOUNTER
UGND UNDERGROUND
UL UNDERWRITERS LABORATORIES
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
UTIL UTILITY
-V-
V VOLT, VENT, VIDEO
VA VOLT AMPERE
VFD VARIABLE FREQUENCY DRIVE
VHO VERY HIGH OUTPUT
VOLT VOLTAGE
-W-
W WATT, WIRE, WIDTH, WALL PHONE, WASTE
W/ WITH
W/O WITHOUT
WP WEATHERPROOF, WORKING PRESSURE
-X-
XFER TRANSFER
XFMR TRANSFORMER
DRAWING INDEX
Sheet Number Sheet Name
E0.1 NOTES & SYMBOLS
E2.1 SITE LIGHTING POWER PLAN
E2.2 SITE LIGHTING PHOTOMETRIC
E2.3 TITLE 24 CALCULATIONS
E2.4 TITLE 24 CALCULATIONS
# DESCRIPTION DATE
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
EXISTING BUILDING
O S G O O D R O A D
S A B E R C A T R D .
143,795 S.F.
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
EV CHARGING
ONLY
EV CHARGING
ONLYVAN
EV CHARGING
ONLY
EV CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
VAN
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
VANVAN
COMPACT COMPACT COMPACT
EV CHARGING
ONLY
EV CHARGING
ONLY
EV CHARGING
ONLY
COMPACTCOMPACTCOMPACTCOMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
AUTOMALL PARKWAY
LANDS OF CITY OF FREMONT
PROPERTY LINE,TYP.
(E)L1H
(E)L1G
(E)T1B
HC5
PLA
(E)H-1,3
PLA
(E)H-1,3
PLA
(E)H-1,3 PLA
(E)H-1,3
PLA
(E)H-9,11
PLA
(E)H-9,11
PLA
(E)H-19,21
PLA
(E)H-19,21
PLA
(E)H-19,21
PLA
(E)H-19,21
PLA
(E)H-19,21
PLA
(E)H-19,21
PLA
(E)H-5,7
PLA
(E)H-5,7
PLA
(E)H-5,7
PLA
(E)H-1,3
PLB
(E)H-5,7
DPA
(E)H-9,11
DPA
(E)H-9,11
DPA
(E)H-9,11
DPA
(E)H-5,7
DPA
(E)H-5,7
DPA
(E)H-5,7
PLB
(E)H-5,7
DPA
(E)H-5,7
DPB
(E)H-5,7
DPB
(E)H-5,7
DPB
(E)H-5,7
DPB
(E)H-9,11
DPC
(E)H-5,7
WPC
(E)H-18
WPD
(E)H-18
WPA
(E)H-18
WPA
(E)H-18
WPA
(E)H-18
WPA
(E)H-18
WPA
(E)H-16
WPD
(E)H-16
WPB
(E)H-16
WPB
(E)H-16
WPD
(E)H-16
WPD
(E)H-16
WPD
(E)H-14
WPD
(E)H-14
WPA
(E)H-14
WPA
(E)H-14
WPC
(E)H-14
13 13 13 13
1313
1 3
1 3
1 3
1 3
1 3
13 13
131313
13 1
3 13
1313
23 23
23 23
23 23
23 23
43 43 4
3 4
3 4
3 4
3 4
3 5
4 5
4 5
4 5
4 5
4 5
4 5
4 5
4 5
43 (E)H
23 SECTION A-A
A A
LED LUMINAIRE
SQUARE STEEL POLE, FINISHED DARK
BRONZE BAKED ENAMEL
POLE, LUMINAIRE, BASE ASSEMBLY AND
ANCHOR BOLTS TO BE CAPABLE OF
WITHSTANDING A MINIMUM OF 90 MPH WIND
WITH AN ADDITIONAL GUST FACTOR OF 30%
DEFLECTION SHALL NOT EXCEED 5%.
#3 TIES - 12"O.C.
5 #5 VERTICAL
ACCESS HOLE WITH COVER
AND GROUND
LUG BEHIND COVER.
BASE COVER
REINFORCING
STEEL
ANCHOR BOLTS AS
SUPPLIED WITH POLE
CONCRETE
BASE BY E.C.
FINISHED GRADE
INSTALL
BELOW FROST
LINE (MIN. 30")
CONDUIT AND
WIRING TO OTHER
FIXTURES.
2'-0"∅
2-1/2"
LIGHTING STANDARD DETAIL
N.T.S.
2'-6"25'-0" 6'-0"
N
PROJECT:
ADDRESS:
ISSUE DATE:
SHEET
TI
TLE:
SCALE
:
SHEET
NUMBER:
REVISIONS:
PROJ. NO:
ARCO/MURRAY ENGINEERING
3113 Woodcreek Dr.
Downers Grove, IL 60515
P: (331) 251-2726
www.amps-db.com
As indicated
E2.143800 OSGOOD ROAD
43800 Osgood Rd.
Fremont, CA 94539
01/29/2025
SITE LIGHTING
POWER PLAN
PS158
SCALE: 1" = 40'-0"E2.1
SITE LIGHTING POWER PLAN1
1 NEW LED FIXTURE(S) MOUNTED ON EXISTING POLE, WIRE TO EXISTING LIGHTING CIRCUIT.
2 NEW LED FIXTURE(S) MOUNTED ON NEW POLE AND POLE BASE. 3 ALL EXTERIOR LIGHT FIXTURES SHALL BE PROVIDED WITH A DIMMING MOTION AND DAYLIGHT SENSOR. LIGHT FIXTURES SHALL BE AUTOMATICALLY TURNED OFF WHEN DAYLIGHT IS PRESENT AND FROM 11PM UNTIL 6AM.
FIXTURES SHALL BE CONTROLLED SO THAT THE TOTAL WATTAGE IS AUTOMATICALLY REDUCED BY NOT LESS THAN 50% DURING ANY TIME WHERE ACTIVITY HAS NOT BEEN DETECTED FOR 15 MINUTES OR MORE. NOT MORE THAN 1,500 WATTS OF LIGHTING POWER SHALL BE CONTROLLED TOGETHER. 4 NEW LED WALL PACK INSTALLED AT LOCATION OF EXISTING WALL PACK REMOVED AS PART OF DEMOLITION. WIRE TO EXISTING LIGHTING CIRCUIT. 5 NEW LED WALL PACK.
# KEYED NOTES:GENERAL NOTE:
1. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE
ONLY. EC TO VERIFY EXACT CIRCUITS AVAILABLE
PRIOR TO START OF WORK.LIGHT FIXTURE SCHEDULE
TYPE MANUFACTURER MODEL NO. LAMP WATTS VOLTAGE MOUNTING DESCRIPTION DPA McGRAW-EDISON GLEON-SA1C-740-8-T4FT-HSS LED 118 480 V POLE LED POLE LIGHT, BACK-TO-BACK, HOUSE SIDE SHIELD DPB McGRAW-EDISON GLEON-SA4C-740-8-T4FT LED 450 480 V POLE LED POLE LIGHT, BACK-TO-BACK DPC McGRAW-EDISON GLEON-SA1C-740-8-T4FT-HSS LED 118 480 V POLE LED POLE LIGHT, 2-HEAD @ 90 DEG, HOUSE SIDE SHIELD PLA McGRAW-EDISON GLEON-SA1C-740-8-T4FT-HSS LED 59 480 V POLE LED POLE LIGHT W/ HOUSE SIDE SHIELD PLB McGRAW-EDISON GLEON-SA2C-740-8-T4FT LED 113 480 V POLE LED POLE LIGHT WPA McGRAW-EDISON GLEON-SA1C-740-U-T4W LED 59 277 V WALL LED WALL PACK WPB McGRAW-EDISON GLEON-SA3C-740-U-T4FT LED 166 277 V WALL LED WALL PACK WPC McGRAW-EDISON GLEON-SA1C-740-U-SL2 LED 59 277 V WALL LED WALL PACK WPD McGRAW-EDISON GLEON-SA2C-740-U-T4FT LED 113 277 V WALL LED WALL PACK Notes:
Total Amperage 10 A
20% Spare Capacity2 A
Total Est. Demand (Amps:8 A
Total Conn. Load (Amps):7 A
Total Est. Demand(kVA):7 kVA
Total Conn. Load (kVA):5 kVA
Lighting 5455 VA 125.00% 6819 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 7 A 5 A 8 A
Total Load: 1899 VA 1516 VA 2041 VA
23 SPARE 20 A 1 0 -- 1 -- SPACE 24
21 177 -- 1 -- SPACE 22
19 NEW SITE POLE LIGHTING 20 A 2 177 -- 1 -- SPACE 20
17 SPARE 20 A 1 0 408 1 20 A NEW WALL PACK 18
15 SPARE 20 A 1 0 730 1 20 A NEW WALL PACK 16
13 SPARE 20 A 1 0 403 1 20 A NEW WALL PACK 14
11 461 0 1 20 A SPARE 12
9 NEW SITE POLE LIGHTING 20 A 2 461 0 1 20 A SPARE 10
7 1172 0 1 20 A SPARE 8
5 NEW SITE POLE LIGHTING 20 A 2 1172 0 6
3 148 0 4
1 NEW SITE POLE LIGHTING 20 A 2 148 0
3 100 A EXIST. XFRMR T2
2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: Type 1 MCB Rating: 200 A
Mounting: SURFACE Wires: 4 Buss Rating: 200 A
Supply From: Phases: 3 Mains Type: MLO
Location: Volts: 480/277 Wye A.I.C. Rating: 65,000
Branch Panel: (E)H
# DESCRIPTION DATE
Luminaire Schedule
Symbol Label Qty Arrangement Description LLF Luminaire
Lumens
Luminaire
Watts
Total
Watts
DPA 7 Back-Back GLEON-SA1C-740-U-T4FT-HSS 0.912 5260 59 826 DPB 4 Back-Back GLEON-SA4C-740-U-T4FT 0.912 28703 225 1800 DPC 2 2 @ 90 degrees GLEON-SA1C-740-U-T4FT-HSS 0.912 5260 59 236 PLA 16 Single GLEON-SA1C-740-U-T4FT-HSS 0.912 5260 59 944 PLB 3 Single GLEON-SA2C-740-U-T4FT 0.912 14559 113 339
WPA 7 Single GLEON-SA1C-740-U-T4W 0.912 7354 59 413
WPB 2 Single GLEON-SA3C-740-U-T4FT 0.912 21725 166 332
WPC 2 Single GLEON-SA1C-740-U-SL2 0.912 7254 59 118
WPD 6 Single GLEON-SA2C-740-U-T4FT 0.912 14559 113 678
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Parking Lot Area Illuminance Fc 1.87 7.5 0.4 4.68 18.75 PROPERTY LINE Illuminance Fc 0.18 1.2 0.0 N.A. N.A.
PLA
MH
: 27.5
PLA
MH: 27.5 PLA
MH: 27.5
WPA
MH
: 20
WPA
MH: 20
WPA
MH: 20
WPA
MH: 20
WPA
MH: 20
WPA
MH: 20WPA
MH: 20
WPC
MH
: 20
DPC
MH
: 27.5
DPC
MH: 27.5
DPA
MH
: 27.5
DPA
MH: 27.5
DPA
MH: 27.5
DPA
MH: 27.5
DPA
MH: 27.5
DPA
MH: 27.5
DPA
MH: 27.5
PLA
MH
: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
PLA
MH: 27.5
WPB
MH
: 20
WPB
MH: 20
DPB
MH
: 27.5
DPB
MH: 27.5
DPB
MH: 27.5
DPB
MH: 27.5
PLB
MH
: 27.5
PLB
MH: 27.5
PLA
MH
: 27.5
WPD
MH
: 20
WPD
MH: 20
WPD
MH: 20
WPD
MH: 20
WPD
MH: 20
WPD
MH: 20
WPC
MH
: 20
PLB
MH
: 27.5
Parking Lot AreaPRO PERTY LINE
0.0 0. 0 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.4 0.5 0.6 0.8 0.8 0.7 0.8 0.8 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
0.2 0.3
0.3 0.4
0.4 0.4
0.4 0.4
0.5 0.5
0.5 0.5
0.5 0.5
0.5 0.4
0.4 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.50.40.30.30.30.30.20.20.20.10.10.1 0.0 0.0 0.0 0.0 0.00.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.9
1.2 1.0
0.8 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.4 0.6
0.9 1.2
1.1 0.8
0.7 0.6
0.5 0.5
0.6 0.7
0.6 0.8
0.4 0.1
0.0 S A B E R C A T R D .
A U T O M A L L P K W Y .
EXISTING BUILDING
143,795 S.F.
O S G O O D R O A D .
DESIGN IS BASED ON CURRENT INFORMATION PROVIDED AT
THE TIME OF
REQUEST. ANY CHANGES IN MOUNTING HEIGHT
OR LOCATION, LAMP WATTAGE,
LAMP TYPE AND EXISTING FIELD
CONDITIONS, THAT EFFECT ANY OF THE PREVIOUSLY
MENTIONED,
WILL VOID CURRENT LAYOUT AND REQUIRE A CHANGE REQUEST
AND
RECALCULATION.
MOUNTING HEIGHT NEXT TO EACH FIXTURE
CALCS EVERY 10' ON GROUND.
ILLUMINATED AREA
264,330 S.F.
3800 S.F.
PERIMETER AREA
0.5 0.5 0.5 0.5 0.5 0.7 1.0 1.0
0. 8 0.8 0.8 0.8 1.1 1.1 1.0 0.8 0.8 0.9 1.1 1.2 1.2 1.2 1.2 1.3 1.1 0.9 0.9 1.2 1.1 0.8 0.8 0.7
1.4 1.2 1.2 1.2 1.2 1.2 1.2 1.0 0.8 0.7 0.6 0.6 0.7 0.8 1.0 1.0 0.9 0.9 1.0 0.9 0.9 1.0 1.0 1.0 0.9 1.0 1.1 1.3 1.3 1.3 1.3 0.9 0.8 0.9 0.8 0.8 0.9 0.8 0.8 1.0 1.0
0.6 0.8 1.3 1.7 1.9 1.9 1.6 1.6 1.7 1.8 1.9 1.8 1.5 1.3 1.2 1.1 1.1 1.0 1.1 1.2 1.2 1.2 1.3 1.2 1.2 1.2 1.1 1.0 1.1 1.2 1.2 1.3 1.3 1.5 1.6 1.7 1.6 1.6 1.6 1.5 1.2 1.1 0.9 0.9 1.0 0.9 0.8 0.9 0.8 0.8 0.9 1.0 1.2 1.3 1.5 1.6 1.4 1.3 1.2
0.9 1.4 1.9 2.1 2.4 2.2 2.4 2.6 2.6 2.7 2.4 2.1 1.9 1.8 1.7 1.6 1.6 1.5 1.5 1.4 1.4 1.3 1.3 1.4 1.5 1.5 1.5 1.5 1.4 1.4 1.3 1.4 1.5 1.7 2.0 2.2 2.0 1.7 1.5 1.3 1.1 0.9 1.0 1.1 1.1 1.0 1.0 0.9 0.8 0.8 1.0 1.3 1.6 1.7 2.0 1.9 1.8 1.7 1.4 1.4 2.4 2.4 2.4 2.5 2.9 2.5 1.7 1.4 1.3
0.8 1.5 2.1 2.4 2.9 3.1 3.6 4.0 3.9 3.4 2.8 2.8 2.5 2.0 2.0 2.1 2.2 2.1 1.8 1.5 1.4 1.3 1.4 1.5 1.7 2.0 2.0 1.8 1.5 1.3 1.3 1.4 1.6 1.6 1.8 2.2 1.9 1.6 1.5 1.2 1.0 0.8 1.0 1.4 1.4 1.3 1.2 1.1 0.9 0.9 1.0 1.1 1.7 2.1 2.0 2.1 2.3 2.0 1.8 1.7 1.7 1.8 1.9 2.2 2.6 2.9 3.3 4.6 3.6 2.5 2.2 1.8
1.4 2.3 3.0 3.5 3.4 3.7 3.8 4.2 4.0 3.3 3.0 2.5 2.1 2.4 2.2 2.5 2.2 1.6 1.5 1.4 1.4 1.4 1.5 1.6 2.1 2.2 1.6 1.5 1.4 1.3 1.4 1.6 1.5 1.9 2.4 2.1 1.5 1.7 1.2 0.8 0.5 0.7 1.8 1.8 1.6 1.6 1.3 1.1 1.1 1.2 1.0 0.7 1.5 2.7 2.4 2.0 2.0 2.0 1.8 1.6 1.7 1.8 1.9 2.0 2.5 3.1 4.0 4.2 6.2 4.5 3.6 3.1 2.2 1.6 1.2
1.4 2.2 2.5 2.8 2.0 4.1 5.0 3.6 2.6 2.3 2.4 2.5 2.4 2.6 2.3 2.6 2.3 1.5 1.7 1.5 1.4 1.5 1.7 1.6 2.3 2.4 1.7 1.6 1.4 2.0 2.0 1.9 1.8 1.6 1.4 1.3 1.6 1.4 0.7 1.0 1.7 2.8 3.1 2.4 2.0 1.8 1.6 1.6 1.7 1.8 2.1 2.6 3.4 4.7 5.3 5.7 4.7 3.5 2.4 1.7 1.3
1.4 2.1 2.5 1.9 1.9 2.2 2.0 1.7 1.8 1.8 1.9 1.8 0.9 1.0 1.4 1.7 1.6 1.4 1.8 1.9 1.7 1.6 1.7 1.8 2.0 2.6 3.6 5.1 6.3 7.2 5.7 4.0 2.7 2.0 1.6
2.0 2.3 2.3 2.3 2.5 2.1 1.9 1.9 2.2 2.1 2.4 1.1 1.0 1.0 1.1 1.0 0.8 0.7 1.1 1.3 1.5 1.6 1.8 2.0 2.5 3.7 5.2 6.7 7.5 6.3 4.4 2.9 2.2 1.8
1.7 1.6 2.3 2.3 2.5 2.2 2.0 2.1 2.3 2.2 3.1 1.7 1.2 0.9 0.9 0.9 0.9 1.0 1.2 1.7 2.1 2.4 2.7 2.9 3.2 3.9 5.1 5.8 6.6 5.4 4.2 3.0 2.3 2.1
1.3 1.7 2.1 2.3 2.2 2.1 2.3 2.6 2.3 3.5 2.1 1.4 1.0 0.9 0.9 1.0 1.1 1.4 1.7 1.8 1.9 2.1 2.5 3.1 3.8 4.8 4.9 7.5 5.4 4.7 4.0 3.0 2.4 2.3
0.9 2.3 2.1 2.1 2.1 2.1 2.2 2.5 2.4 3.3 1.9 1.4 1.1 1.0 1.1 1.2 1.2 1.3 1.7 1.8 2.0 2.2 2.5 2.9 3.4 3.7 4.0 5.8 4.6 3.6 3.4 2.9 2.4 2.2
1.6 1.4 1.3 1.2 1.1 2.2 1.9 1.8 1.9 2.0 2.2 2.5 2.5 2.9 1.6 1.5 1.3 1.2 1.4 1.4 1.3 1.5 1.7 1.8 2.0 2.3 2.4 2.6 2.9 2.9 3.3 4.6 4.0 3.0 2.8 2.7 2.2 2.2
3.0 2.3 2.0 1.5 1.5 1.7 1.6 1.6 1.6 1.8 2.2 2.4 2.6 2.6 1.5 1.6 1.6 1.5 1.7 1.7 1.5 1.6 1.7 1.7 1.8 1.9 2.0 2.2 2.3 2.5 2.8 3.7 3.2 2.6 2.4 2.3 2.0 2.1
4.2 3.3 2.4 1.6 1.4 1.4 1.4 1.4 1.5 1.7 1.9 2.0 2.2 2.2 1.4 1.6 1.7 1.5 1.8 1.9 1.5 1.6 1.6 1.6 1.7 1.8 1.8 1.8 2.0 2.1 2.3 3.2 2.5 2.2 2.1 2.0 1.9 2.0
4.6 3.7 2.8 1.8 1.4 1.3 1.2 1.2 1.3 1.5 1.8 1.9 2.1 1.9 1.7 1.9 2.0 1.8 2.1 2.1 1.6 1.7 1.7 1.7 1.8 1.8 1.7 1.7 1.9 2.1 2.0 3.0 2.1 2.0 2.1 2.0 1.9 2.0
4.6 3.6 2.8 1.8 1.4 1.2 1.1 1.1 1.2 1.5 1.9 2.4 2.8 2.9 2.7 2.7 2.5 2.1 2.3 2.3 1.8 2.0 2.1 2.2 2.2 2.0 1.9 1.9 2.0 2.1 2.1 3.0 2.1 2.0 2.1 1.9 1.8 1.9
4.2 3.4 2.5 1.8 1.4 1.2 1.1 1.0 1.0 1.2 1.3 1.4 1.4 1.5 1.6 1.9 2.2 2.1 2.5 2.5 2.2 2.2 2.5 3.0 3.0 2.5 2.2 2.2 2.2 2.2 2.2 2.9 2.2 1.9 1.9 1.8 1.7 1.8
3.3 2.7 2.4 1.9 1.6 1.4 1.2 1.1 0.9 0.9 1.1 1.2 1.3 1.4 1.6 1.8 2.1 2.2 2.6 2.8 2.7 2.9 3.2 4.4 4.1 3.0 2.8 2.7 2.5 2.4 2.3 2.8 2.2 1.9 1.8 1.7 1.5 1.6
2.8 2.8 2.2 2.1 1.9 1.7 1.4 1.1 0.9 0.9 1.0 1.0 1.2 1.4 1.5 1.7 2.0 2.0 2.5 2.8 3.1 3.7 3.9 5.6 5.0 3.9 3.7 3.1 2.6 2.3 2.2 2.4 2.1 1.8 1.7 1.6 1.3 1.4
3.6 3.1 2.6 2.3 2.0 1.7 1.3 1.0 0.9 0.8 0.8 0.9 1.0 1.1 1.3 1.5 1.6 1.9 2.2 2.6 3.1 4.3 4.9 7.1 6.3 5.0 4.3 3.2 2.6 2.2 2.1 2.1 1.9 1.6 1.6 1.6 1.3 1.3
5.2 4.1 3.5 2.3 1.7 1.4 1.2 0.9 0.8 0.8 0.7 0.8 0.9 1.0 1.1 1.3 1.5 1.7 2.0 2.4 3.2 4.6 5.8 5.8 4.6 3.3 2.6 2.2 2.1 1.9 1.8 1.6 1.5 1.5 1.2 1.3
6.4 5.0 3.7 2.4 1.7 1.4 1.1 0.9 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.2 1.4 1.6 1.9 2.3 3.4 4.8 6.6 6.6 4.8 3.5 2.7 2.4 2.1 2.0 1.8 1.7 1.6 1.5 1.3 1.4
6.8 5.9 4.3 2.5 1.8 1.3 1.1 0.8 0.7 0.6 0.6 0.7 0.7 0.9 1.0 1.2 1.4 1.6 1.8 2.3 3.1 4.5 5.6 7.5 5.6 4.5 3.3 2.7 2.5 2.2 2.1 1.9 1.8 1.7 1.5 1.3 1.2
6.6 5.0 3.8 2.4 1.7 1.4 1.1 0.8 0.7 0.6 0.6 0.6 0.7 0.8 1.0 1.2 1.4 1.6 1.8 2.2 3.0 4.2 4.7 6.8 6.1 4.9 4.3 3.3 2.8 2.6 2.3 2.2 2.0 1.9 1.8 1.5 1.3 1.1
5.7 4.5 3.5 2.3 1.7 1.4 1.2 0.9 0.7 0.6 0.5 0.5 0.6 0.8 1.0 1.2 1.5 1.7 2.0 2.4 3.0 3.6 4.0 5.9 5.3 4.0 3.9 3.5 3.4 3.4 3.3 3.3 3.1 2.7 2.3 1.7 1.3 1.0
3.9 3.3 2.8 2.4 2.0 1.7 1.3 1.0 0.7 0.5 0.4 0.5 0.6 0.7 1.0 1.3 1.6 1.8 2.1 2.5 2.8 3.0 3.8 5.5 5.3 3.8 3.4 3.4 3.3 3.1 2.8 2.6 2.3 2.1 2.0 1.6 1.3 1.1
3.0 3.1 2.4 2.3 2.2 1.9 1.6 1.0 0.7 0.5 0.4 0.5 0.6 0.7 1.0 1.2 1.5 1.8 2.1 2.4 2.8 3.1 3.7 5.3 5.5 3.8 3.3 3.2 3.1 2.9 2.6 2.4 2.1 1.9 1.8 1.6 1.3 1.3
3.7 3.2 2.8 2.4 2.1 1.8 1.4 1.0 0.7 0.5 0.4 0.5 0.5 0.7 0.9 1.1 1.4 1.6 1.9 2.3 2.9 3.6 3.9 5.5 5.8 4.1 3.8 3.3 2.9 2.7 2.4 2.3 2.1 1.8 1.7 1.5 1.2 1.2
5.4 4.2 3.5 2.3 1.8 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.7 2.1 2.8 4.0 4.7 6.2 6.6 4.8 4.3 3.2 2.6 2.3 2.1 2.0 1.8 1.6 1.6 1.5 1.1 1.2
6.4 5.0 3.7 2.5 1.9 1.5 1.2 0.9 0.8 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.1 1.4 1.6 2.1 2.9 4.2 5.4 5.6 4.5 3.3 2.5 2.1 1.9 1.8 1.6 1.5 1.5 1.4 1.2 1.2
6.8 5.9 4.4 2.9 2.3 1.7 1.4 1.1 0.9 0.8 0.7 0.6 0.6 0.7 0.8 1.0 1.1 1.3 1.6 2.0 3.0 4.5 6.4 6.6 4.8 3.4 2.5 2.0 1.8 1.7 1.5 1.4 1.4 1.3 1.1 1.2
6.4 5.0 3.9 3.6 2.7 2.1 1.7 1.4 1.1 0.9 0.7 0.6 0.6 0.7 0.8 1.0 1.2 1.4 1.6 2.1 2.9 4.3 5.6 5.8 4.6 3.2 2.5 2.0 1.8 1.7 1.5 1.4 1.3 1.3 1.2 1.3
5.4 4.2 3.6 4.7 3.3 2.8 2.1 1.6 1.1 0.9 0.7 0.6 0.6 0.7 0.9 1.1 1.3 1.5 1.7 2.1 2.8 4.1 4.9 6.5 6.9 5.0 4.3 3.2 2.5 2.1 1.9 1.7 1.5 1.4 1.3 1.2 1.1 1.2
3.3 2.6 3.1 5.6 4.5 3.3 2.3 1.6 1.2 0.9 0.7 0.6 0.7 0.8 0.9 1.2 1.4 1.6 1.9 2.3 2.9 3.7 4.1 5.7 6.0 4.3 3.9 3.2 2.6 2.3 2.0 1.8 1.6 1.4 1.2 1.1 1.0 1.0
1.5 1.5 1.2 5.4 4.7 3.6 2.5 1.8 1.4 1.1 0.8 0.7 0.7 0.8 1.0 1.2 1.5 1.8 2.1 2.5 2.9 3.2 3.9 5.7 5.8 4.0 3.4 3.1 2.8 2.5 2.2 1.9 1.7 1.4 1.2 1.0 1.0 0.9
4.7 5.0 3.8 2.6 2.1 1.6 1.3 0.9 0.7 0.7 0.8 1.0 1.2 1.5 1.8 2.1 2.5 2.9 3.2 4.0 5.9 5.6 4.0 3.4 3.1 2.8 2.5 2.2 2.0 1.7 1.4 1.2 1.1 1.0 1.0
5.5 4.9 3.7 2.7 2.2 1.8 1.4 1.0 0.8 0.7 0.8 0.9 1.2 1.4 1.6 2.0 2.4 3.0 3.8 4.2 6.2 5.5 4.2 3.9 3.1 2.6 2.2 2.0 1.8 1.6 1.4 1.3 1.2 1.1 1.2
6.2 4.6 4.0 3.0 2.2 1.8 1.4 1.0 0.8 0.7 0.8 0.9 1.1 1.3 1.5 1.8 2.2 3.0 4.2 4.9 7.2 6.2 5.0 4.2 3.0 2.4 2.1 1.9 1.7 1.5 1.4 1.3 1.3 1.1 1.2
5.8 4.7 3.9 2.9 2.3 1.8 1.4 1.0 0.8 0.7 0.7 0.9 1.0 1.2 1.4 1.7 2.2 3.1 4.5 5.7 5.6 4.4 3.1 2.4 2.0 1.8 1.6 1.5 1.3 1.3 1.3 1.0 1.2
4.9 5.0 3.8 2.7 2.2 1.7 1.3 1.0 0.8 0.7 0.7 0.8 1.0 1.2 1.4 1.7 2.2 3.2 4.7 6.5 6.4 4.6 3.2 2.3 2.0 1.8 1.6 1.5 1.4 1.4 1.4 1.1 1.1
5.4 4.8 3.6 2.4 1.9 1.5 1.2 1.0 0.8 0.7 0.8 0.9 1.0 1.2 1.4 1.7 2.1 3.0 4.4 5.5 7.3 5.3 4.2 3.0 2.4 2.0 1.8 1.7 1.5 1.4 1.4 1.3 1.0 1.1
3.2 2.5 2.0 5.3 4.2 3.0 2.1 1.6 1.3 1.1 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.7 2.1 2.8 4.0 4.5 6.6 5.7 4.5 3.8 2.8 2.4 2.1 1.9 1.8 1.7 1.5 1.5 1.4 1.1 1.2
3.9 3.3 2.7 4.4 3.2 2.7 2.0 1.6 1.3 1.1 0.9 0.8 0.8 0.9 1.0 1.1 1.3 1.5 1.7 2.1 2.7 3.2 3.4 5.2 4.5 3.4 3.2 2.7 2.4 2.2 1.9 1.8 1.6 1.6 1.6 1.4 1.2 1.2
4.1 3.8 3.0 3.2 2.5 2.0 1.7 1.5 1.3 1.1 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.6 1.8 2.1 2.3 2.4 2.8 4.0 3.7 2.7 2.5 2.5 2.5 2.4 2.2 2.0 1.9 1.8 1.7 1.5 1.2 1.0
4.2 3.6 2.8 2.3 2.0 1.6 1.4 1.3 1.1 1.0 1.0 0.9 0.9 1.0 1.2 1.3 1.5 1.6 1.7 1.8 1.9 1.9 2.2 2.8 2.8 2.1 2.0 2.2 2.5 2.8 2.8 2.9 2.7 2.4 2.0 1.5 1.2 1.0
4.2 3.6 2.7 2.0 1.7 1.4 1.2 1.0 0.9 0.9 1.0 1.0 1.0 1.1 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.7 2.2 2.1 1.7 1.7 1.7 1.8 1.9 1.8 1.7 1.7 1.6 1.5 1.3 1.1 1.0
4.0 3.1 2.6 2.2 1.8 1.5 1.2 0.9 0.8 0.8 1.0 1.1 1.2 1.3 1.5 1.5 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.7 1.6 1.3 1.4 1.3 1.5 1.6 1.6 1.6 1.6 1.5 1.5 1.3 1.1 1.1
4.0 3.1 2.6 2.1 1.7 1.4 1.1 0.8 0.7 0.8 1.0 1.3 1.5 1.7 1.9 1.9 1.8 1.8 1.6 1.3 1.2 1.2 1.0 1.6 1.3 1.0 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.3 1.4 1.4 1.2 1.2
4.3 3.6 2.6 1.8 1.5 1.2 1.0 0.8 0.8 0.8 1.0 1.3 1.8 2.0 2.2 2.2 2.1 2.0 1.6 1.4 1.3 1.2 1.0 1.6 1.2 1.0 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.1 1.2
4.2 3.6 2.6 1.7 1.3 1.1 0.9 0.8 0.8 0.9 1.2 1.6 1.8 1.9 1.9 2.0 2.0 2.0 1.8 1.5 1.3 1.2 1.0 1.5 1.2 1.0 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.0 1.2
4.1 3.7 2.7 1.6 1.2 1.1 0.9 0.8 0.7 0.8 1.0 1.3 1.8 2.4 3.0 3.1 2.5 2.0 1.6 1.3 1.2 1.1 1.1 1.5 1.4 1.1 1.1 1.0 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.0 1.2
3.9 3.3 2.3 1.5 1.1 1.2 1.0 0.8 0.7 0.6 0.5 0.5 0.7 1.1 1.7 1.8 1.3 0.9 0.8 0.8 1.0 1.1 1.1 1.5 1.4 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.1 1.3
3.1 2.3 2.0 1.4 1.1 1.5 1.2 1.0 0.8 0.6 0.5 0.5 0.7 1.0 1.2 1.1 1.0 0.9 0.8 0.9 1.0 1.0 1.1 1.3 1.3 1.2 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.2 1.4
1.8 1.4 1.2 1.1 1.0 1.8 1.5 1.3 1.0 0.8 0.6 0.6 0.8 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.2 1.3 1.3 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.9 1.0 1.2
1.4 1.6 1.5 1.2 0.9 0.8 0.8 0.9 1.2 1.1 0.9 0.9 0.9 0.9 0.9 0.9 1.1 1.3 1.4 1.4 1.6 1.1 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 1.0
1.4 1.5 1.6 1.2 0.9 0.8 0.9 0.9 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.3 1.6 1.5 1.8 1.2 0.9 1.0 1.0 0.8 0.7 0.7 0.7 0.7 0.8 0.9 0.9
1.9 2.0 1.6 1.2 0.9 0.8 0.9 0.8 1.5 1.1 0.8 0.9 0.8 0.8 0.9 1.0 1.1 1.4 1.6 1.4 1.6 1.1 0.9 1.0 1.0 0.8 0.7 0.6 0.6 0.6 0.8 0.8 0.6
1.9 1.9 2.0 1.6 1.2 0.9 0.9 1.0 0.9 1.6 1.1 0.9 1.0 0.9 0.8 0.9 1.1 1.3 1.6 1.9 1.7 1.8 1.5 1.2 1.3 1.1 0.9 0.7 0.6 0.6 0.7 0.7 0.6 0.7
1.5 1.6 1.5 1.2 0.9 0.9 1.0 0.9 1.6 1.1 0.9 1.0 0.9 0.9 0.9 1.0 1.1 1.2 1.2 1.1 1.3
1.2 1.5 2.3 2.7 2.0 1.5 1.2 1.5 1.4 1.3 1.1 0.9 0.9 1.0 1.0 1.6 1.2 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.3
0.8 0.5 0.9 1.4 1.4 1.7 2.3 2.0 1.4 1.6 1.3 1.8 1.4 1.2 1.1 1.0 1.0 1.1 1.1 1.6 1.3 1.1 1.1 1.0 1.0 1.1 1.2 1.3 1.3 1.4 1.5 1.4
0.9 0.8 0.8 1.0 1.3 1.3 1.5 2.0 1.8 1.4 1.4 1.2 1.5 1.2 1.1 1.0 0.9 0.9 0.9 1.0 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.3 1.5 1.5 1.5 1.6 1.4
0.6 0.7 0.8 1.0 1.2 1.3 1.7 1.9 1.8 1.5 1.3 1.1 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.9 1.0 0.9 0.8 0.9 0.9 1.1 1.2 1.4 1.6 1.7 1.6 1.9 1.4
0.5 0.6 0.7 0.9 1.1 1.2 1.3 1.3 1.3 1.2 1.2 1.0 1.0 0.9 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.7 1.5 1.7 1.1
0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.8 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.1 1.3 1.4 1.5 1.7 1.4 1.5 1.1
0.5 0.7 0.7 0.8 0.9 0.8 0.9 0.8 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.2 1.4 1.6
0.7 0.7 0.6 0.6 0.6 0.8 0.7 0.6 0.5 0.6 0.6 0.8 0.8 0.7 0.7 0.6 0.8 0.8 0.8 0.7 0.8 0.8 0.7 0.7 0.8 0.9 1.1 1.0 0.9 0.9
0.9 0.9 0.9 0.9 0.9 1.0 0.8 0.6 0.4 0.5 0.6 0.9 1.0 1.0 0.9 1.0 1.0 1.0 0.8 0.8 0.9 1.1 1.1 1.2 1.3 1.1
PARKING
NO
P
ARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
T C OMPA C T C OMPA C T C OMPA C T C OMPA C T C OMPA C T C OMPA C T C OMPA C
HARGING ONLY
CEV
HARGING ONLY
CEV
VAN
HARGING ONLY
CEV
HARGING ONLY
CEV
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
VAN
VAN
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
HARGING ONLYC
EV
VANVAN
T C OMPA C T C OMPA C T C OMPA C
HARGING ONLY
CEV
HARGING ONLY
CEV
HARGING ONLY
CEV
T C OMPA CT C OMPA CT C OMPA CT C OMPA C T C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA CT C OMPA C N
PROJECT:
ADDRESS:
ISSUE DATE:
SHEET
TI
TLE:
SCALE
:
SHEET
NUMBER:
REVISIONS:
PROJ. NO:
ARCO/MURRAY ENGINEERING
3113 Woodcreek Dr.
Downers Grove, IL 60515
P: (331) 251-2726
www.amps-db.com
1" = 40'-0"
E2.243800 OSGOOD ROAD
43800 Osgood Rd.
Fremont, CA 94539
01/29/2025
SITE LIGHTING
PHOTOMETRIC
PS158
SCALE: 1" = 40'-0"E2.2
SITE LIGHTING PHOTOMETRIC1
# DESCRIPTION DATE
PROJECT:
ADDRESS:
ISSUE DATE:
SHEET
TI
TLE:
SCALE
:
SHEET
NUMBER:
REVISIONS:
PROJ. NO:
ARCO/MURRAY ENGINEERING
3113 Woodcreek Dr.
Downers Grove, IL 60515
P: (331) 251-2726
www.amps-db.com
E2.343800 OSGOOD ROAD
43800 Osgood Rd.
Fremont, CA 94539
01/29/2025
TITLE 24
CALCULATIONS
PS158
# DESCRIPTION DATE
PROJECT:
ADDRESS:
ISSUE DATE:
SHEET
TI
TLE:
SCALE
:
SHEET
NUMBER:
REVISIONS:
PROJ. NO:
ARCO/MURRAY ENGINEERING
3113 Woodcreek Dr.
Downers Grove, IL 60515
P: (331) 251-2726
www.amps-db.com
E2.443800 OSGOOD ROAD
43800 Osgood Rd.
Fremont, CA 94539
01/29/2025
TITLE 24
CALCULATIONS
PS158
# DESCRIPTION DATE
PARCEL 1
AUTO MALL PARKWAY
HIGHWAY 680
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
7.0'
9.5'7.0'
9.5'
7.0'
10.5'
6.0'
7.0'
MM
M
M
M M M MMMM
M
M M M
M
M
M
M
M M
M
MMMM
MM
M
MM
M
M
M
MM
M
MMMM
M
15.9'
11.6'
M
M
MM M
20.0'
LOW TO MEDIUM SHRUBS FLOWERING w/ ACCENT PERENNIALS & GRASSES w/ BARK MULCHPROJECT ACCENT PLANTING FLOWERING SHRUBS & GROUND-COVERS,PERENNIAL ACCENT, BARK MULCH & BOULDER ACCENTS PG & E COMPLIANT MEDIUM BROADLEAF EVERGREENTREE - HARDY RED OLEANDER STD. TRUNK , WAVYLEAF LIGUSTRUM, STAR MAGNOLIA, LEATHER OAK
LANDSCAPE LEGEND
BIOFILTRATION SOD PER DELTABLUEGRASS CO. CREPE MYRTLE - FLOWERING ACCENT TREEEXISTING LANDSCAPE TO REMAIN CHINESE PISTACHE - LARGE DECIDUOUSSHADE TREEEXISTING TREE TO REMAIN - SEE SHEETLC1.2 FOR EXISTING TREE INFO M
TREE COUNTED AS MITIGATION TREE - SEE SHEETLC1.2 FOR MITIGATION CALCULATIONSLARGE EVERGREEN SCREEN SHRUBS MIN 6' HEIGHT w/ BARK MULCH
PRELIMINARY LANDSCAPE PLAN
SCALE: 1" = 60'-0"
LC1.1
SHEET NUMBER
REVISIONS
CIVIL:
CONSULTING ENGINEERS
KEIR + WRIGHT
3850 COLLIER CANYON ROAD
LIVERMORE, CA 94551
925-245-8788
EXISTING BUILDING RENOVATION PROJECT:
2000 POWELL ST SUITE 305
EMERYVILLE, CA 94608
(P) 650-288-1305
WWW.ARCOMURRAY.COM
DESIGN BUILDER
SET: 09/19/2024
43800 OSGOOD ROAD
FREMONT, CALIFORNIA
CLIENT: SCLP I FREMONT, LLC
302 DATURA ST, STE 100, WEST PALM BEACH, FL 33401
JOB NO:
PE:XXX
XXX
LANDSCAPE: GREEN DESIGN LANDSCAPE
1464 POPINJAY DRIVE
RENO, NEVADA 89506
1464 Popinjay Drive
Reno, NV.
email: [email protected]
p: 775 829 1364
No. 4511
Signature
Renewal Date
Date
L ICENSED LANDSCAPE ARCHITECT
STATE
OF
CAL
IFORNIA
BARBARA
M
. HATCH
1CITY COMMENTS2-13-25
BARK MULCH AREA 3'' MIN. DEPTH OF SHREDDED CEDAR OR FIR BARK CONTACT LANDSCAPE ARCHITECT IF PLANTING REQUIRES CLARIFICATION.
RE-SPACED IN VICINITY OF UTILIY TO ACCOMODATE SCREENING.
PLANTINGS PER PLAN SHALL BE UTILIZED. PLANTS MAY BE
UTILITIES FROM PUBLIC STREETS AND PARKING AREAS
PLANTS AROUND ABOVE GROUND UTILITIES TO SCREEN
THE LANDSCAPE CONTRACTOR SHALL FIELD PLACE
AFTER PLACEMENT AND CONSTRUCTION OF UTILITY.
NOTE:
NSTALL 2" X 6' RECYCLED PLASTIC HEADER AT EDGE OF ALL SEEDED/SOD AREAS NOT ADJACENT TO BACK OF CURB. HEADER STAKED PER MFG. DIRECTIONS AND SPECIFICATIONS. HEADER SHALL BE EARTHTONE COLORING AND FLEXIBLE TO MAKE SWEEPING CURVES AS SHOWN ON THE PLANS. HEADER SHALL BE INSTALLED 11
2" ABOVE FINISHED GRADE. SPREAD BARK OR ROCK MULCH AT EDGE TO MATCH HEADER HEIGHT. SUBMIT SAMPLE FOR APPROVAL.
AUTOMATIC CONTROLLER W/ ET DATA, REPEAT CYCLING
IRRIGATION ZONES PER PLANT WATER REQUIREMENTS
RAIN SENSOR TO BE SPECIFIED
WATER EFFICIENT LANDSCAPE REQUIREMENTS
SOIL AMENDMENTS TO BE INCORPORATED
PLANTER SURFACE AREAS TO BE MULCHED
WATER USAGE TO MEET STATE WATER EFFICIENT LANDSCAPE STANDARD MULCH
LIGUSTRUM J. 'RECURVIFOLIUM'WAVY LEAF LIGUSTRM 24" BOX. or B&B,L10' X 10' PRELIMINARY PLANT LIST:
NATIVE
"N" CA
/ZONE
BOTANICAL NAME COMMON NAME SIZE WATER REGIME MATURE HABIT TREES
TRISTANIA CONFERTABRISBANE BOX24" BOX or B&BL60' X 40'
PISTACIA CHINENSIS CHINESE PISTACHE24" BOX. or B&BL35' X 25' NERIUM OLEANDER ‘HARDY RED’ HARDY RED NERIUM 24" BOX STD. TRUNK L 10' X 12' LAGERSTROMIA I. 'DYNAMITE RED'CRAPE MYRTLE24" BOX or B&BL15' X 10' XYLOSMA SENTICOSASHINY XYLOSMA5 GAL.L8' X 8'
ELAEAGNUS X. E. 'GILT EDGE'SILVERBERRY'5 GAL.L10' X 10' MUHLENBERGIA RIGENSDEER GRASS5 GAL.L4' X 4'
GRASSES
PENNISETUM SETACEUM 'RUBRUM'PINK FOUNTAIN GRASS5 GAL.L3' X 2' HELICHTOTRICHON SEMPERVIRONSBLUE OAT GRASS5 GAL.L1' X 2' CALMAGROSTIS ACUTIFLORAFEATHEREED5 GAL.L1' X 2'
LOMANDRA L. 'BREEZE'BREEZE MAT RUSH5 GAL.L3' X 3'
OLEA 'LITTLE OLLIE'DW. OLIVE5 GAL.L6' X 6'
CEANOTHUS 'RAY HARTMAN'CEANOTHUS5 GAL.L6' X 10'
CALLISTEMON 'LITTLE JOHN'DW. BOTTLEBRUSH5 GAL.L3' X 4'
CISTUS SALVIFOLIUSROCK ROSE5 GAL.L2' X 4'
RHAMNUS CALIFORNICACOFFEE BERRY5 GAL.L4' X 8'
RHAMNUS F. 'MOUND SAN BRUNO'COFFEEBERRY5 GAL.L4' X 5'
PHORMIUM SPP.NEW ZEALAND FLAX5 GAL.L5' X 5'
LEUCOPHYLLUM F. 'BERTSTAR DWARF' TEXAS RANGER5 GAL.L3' X 4' SALVIA C. 'WINNIFRED GILMAN'BLUE SAGE1 GAL.L4' X 4'
NANDINA 'FIRE POWER'HEAVENLY BAMBOO1 GAL.L3' X 3'
DROUGHT TOLERANT ACCENT SHRUBS
MAHONIA REPENSCREEPING MAHONIA5 GAL.L3' X 3'
ROSMARINUS O. HUNTINGTON CARPET' ROSEMARY5 GAL.L1.5' X 4' CEANOTHUS M. 'VALLEY VIOLET'CEANOTHUS5 GAL.L3' X 3'
CEANOTHUS CARMEL CREEPERHORZ. CARMEL CEANOTHUS 5 GAL.L3' X 10' ACHILLEA 'MOONSHINE'YARROW1 GAL.L3' X 3'
GAZINIAMEXICAN PRIMROSE1 GAL.L1' X 2'
NEPATACATMINT1 GAL.L3' X 2'
VERBENAVERBENA1 GAL.L1.5' X 1.5'
ZAUSCHERIA CALIFORNICACALIFORNIA FUSCHIA1 GAL. L2 X 2
PERENNIALS
H X W
ORANIC RECYCLED CHIPPED WOOD MULCH- PLACE 3'' MIN. DEPTH 3/4"- 1" DIA. COLOR DARK BROWN, NO VISIBLE CONTAMINANTS
BARK MULCH-ALL PLANTERS NOT DESIGNATED FOR SOD
LANDSCAPE CALCULATIONS:
TREES REQUIRED 1 TREE /10 SPACES INTERIOR SPACES (226) = 23 REQUIRED TREES PROVIDED = 39
TREES REQUIRED 1 TREE /3 SPACES PERIMETER SPACES (131) = 44 REQUIRED TREES PROVIDED = 60
PROVIDED TREES REQUIRED STREET FRONTAGE 1/50 L.F. = 16 REQUIRED TREES PROVIDED = 22
SEE TREE MITIGATION CALCULATIONS SHEET LC1.2
EXISTING TREE TO
REMAIN - TYP
MITIGATION TREE -TYP.
SEE MITIGATION
CALCULATIONS SHEET
LC1.2
LARGE PARKING AREA
SHADE TREE - TYP.
03060120
LANDSCAPE ALONG PUBLIC STREET
MUST BE MAINTAINED BY OWNER.
REPLACE ANY MISSING OR DEAD
LANDSCAPE PLANTING - TYP.
SCREEN PLANTING
AROUND TRASH
ENCLOSURE
EXISTING TREE TO
REMAIN - TYP
EXISTING TREE TO
REMAIN - TYP
EXISTING TREE TO
REMAIN - TYP
1 1
1 1
1 1
1 MAGNOLIA STELLATASTAR MAGNOLIA24" BOX or B&BM20' X 15' QUERCUS DURATALEATHER OAK 24" BOX or B&BVL10' X 15'
EXISTING LANDSCAPE
TO BE REVIEWED
REGARDING
DEBRIS/TRASH
COLLECTING, FIRE
ISSUES, ETC. -TYP.
1 LARGE SCREEN
SHRUBS TO BE ADDED
TO EXISTING
LANDSCAPE
1 LARGE SCREEN SHRUBS
NARCTOSTAPHYLOS 'HOWARD MCMINN' MANZANITA5 GAL.L8' X 8' CEANOTHUS 'CONCHA'CEANOTHUS5 GAL. L6' X 8'
ARBUTUS U. 'OKTOBERFEST'DWARF STRAWBERRY5 GAL.L6' X 8'
N
N
1 OSGOOD ROAD
1 OSGOOD ROAD
PARCEL 1
AUTO MALL PARKWAY
HIGHWAY 680
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
44 50
54 55
48 47
49 46
57 56
130129128
131
133
132
126
124
127
125
123
122
121
120
119
118
117 92
116
115
114
113
93 112
111
110
109
108
107
106
105
104
103
100
99101
102
76 74
75 5
1 2
3 46
7 8
10111214
71 70
7273
15 16
17 6564
8180
79789596
66 67
7797
98 38
37 34
45 43
42 41
40 39
33 32
31 30
29 28
27 26
25 24
23 22
21 20
19 13
6869
18 638294
83 62
61 84
85 60
86 87
89 88
9091
59 58
9 36
35 53
51 52
EXISTING TREE TO REMAIN/REMOVE
SCALE: 1" = 60'-0"
LEGEND
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
LC1.2
TOTAL EXISTING TREES ONSITE: 133
TOTAL PROTECTED EXISTING TREES ONSITE: 86 EXISTING TREES ON SITE TO REMAIN: 86
MITIGATION TREES REQUIRED:47
47 MITIGATION REPLACEMENT TREES REQUIRED WILL NECESSITATE A 24" BOX
REPLACEMENT TREE FOR EACH OVER AND ABOVE REQUIRED TREES OR AN IN-LIEU FEE OF $935.00/TREE TO BE PAID TO THE CITY OF FREMONT AT THE TIME OF BUILDING
PERMIT ISSUANCE
TREE MITIGATION PLAN
TOTAL NON-PROTECTED EXISTING TREES ONSITE: 47 TOTAL EXISTING PROTECTED TREES ON SITE TO REMOVE: 47
SHEET NUMBER
REVISIONS
CIVIL:
CONSULTING ENGINEERS
KEIR + WRIGHT
3850 COLLIER CANYON ROAD
LIVERMORE, CA 94551
925-245-8788
EXISTING BUILDING RENOVATION PROJECT:
2000 POWELL ST SUITE 305
EMERYVILLE, CA 94608
(P) 650-288-1305
WWW.ARCOMURRAY.COM
DESIGN BUILDER
SET: 09/19/2024
43800 OSGOOD ROAD
FREMONT, CALIFORNIA
CLIENT: SCLP I FREMONT, LLC
302 DATURA ST, STE 100, WEST PALM BEACH, FL 33401
JOB NO:
PE:XXX
XXX
LANDSCAPE: GREEN DESIGN LANDSCAPE
1464 POPINJAY DRIVE
RENO, NEVADA 89506
1464 Popinjay Drive
Reno, NV.
email: [email protected]
p: 775 829 1364
No. 4511
Signature
Renewal Date
Date
L ICENSED LANDSCAPE ARCHITECT
STATE
OF
CAL
IFORNIA
BARBARA
M
. HATCH
1CITY COMMENTS2-13-25
EXISTING TREE PROTECTION DETAILS
MITIGATION TREES PROVIDED:47
DENOTED WITH "M" SHEET LC1.1
03060120
(SEE SHEET LC1.3 FOR TREE INVENTORY)
TREE PROTECTION FENCEING
1 1 1
REMOVE
PRESERVEPRESERVE
PRESERVE
PRESERVE
PRESERVEPRESERVE
PRESERVE
PRESERVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
PRESERVE
PRESERVE
PRESERVE
PRESERVE
PRESERVE
PRESERVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
PRESERVE
PRESERVE
PRESERVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
PRESERVEPRESERVE
PRESERVE
PRESERVE
PRESERVE
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LC1.3
SHEET NUMBER
REVISIONS
CIVIL:
CONSULTING ENGINEERS
KEIR + WRIGHT
3850 COLLIER CANYON ROAD
LIVERMORE, CA 94551
925-245-8788
EXISTING BUILDING RENOVATION PROJECT:
2000 POWELL ST SUITE 305
EMERYVILLE, CA 94608
(P) 650-288-1305
WWW.ARCOMURRAY.COM
DESIGN BUILDER
SET: 09/19/2024
43800 OSGOOD ROAD
FREMONT, CALIFORNIA
CLIENT: SCLP I FREMONT, LLC
302 DATURA ST, STE 100, WEST PALM BEACH, FL 33401
JOB NO:
PE:XXX
XXX
LANDSCAPE: GREEN DESIGN LANDSCAPE
1464 POPINJAY DRIVE
RENO, NEVADA 89506
1464 Popinjay Drive
Reno, NV.
email: [email protected]
p: 775 829 1364
No. 4511
Signature
Renewal Date
Date
L ICENSED LANDSCAPE ARCHITECT
STATE
OF
CAL
IFORNIA
BARBARA
M
. HATCH
1CITY COMMENTS2-13-25
ARBORIST TREE INVENTORY/DEPOSITION LIST
EXISTING TREE INVENTORY BY ARBORIST
EXISTING TREE INVENTORY SUMMARY
1 1
OSGOOD ROAD
PARCEL 1
AUTO MALL PARKWAY
HIGHWAY 680
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
PARKING
NO
2 4 A A
A
A A 1
1 A
A
2 2
2 2
2 2
2 2
A
A
A
A2
2 A A A
A
4 4
3 2
2 2
2 2
A
IRRIGATION HYDROZONE PLAN
SCALE: 1" = 60'-0"
LC2.1
SHEET NUMBER
REVISIONS
CIVIL:
CONSULTING ENGINEERS
KEIR + WRIGHT
3850 COLLIER CANYON ROAD
LIVERMORE, CA 94551
925-245-8788
EXISTING BUILDING RENOVATION PROJECT:
2000 POWELL ST SUITE 305
EMERYVILLE, CA 94608
(P) 650-288-1305
WWW.ARCOMURRAY.COM
DESIGN BUILDER
SET: 09/19/2024
43800 OSGOOD ROAD
FREMONT, CALIFORNIA
CLIENT: SCLP I FREMONT, LLC
302 DATURA ST, STE 100, WEST PALM BEACH, FL 33401
JOB NO:
PE:XXX
XXX
LANDSCAPE: GREEN DESIGN LANDSCAPE
1464 POPINJAY DRIVE
RENO, NEVADA 89506
1464 Popinjay Drive
Reno, NV.
email: [email protected]
p: 775 829 1364
No. 4511
Signature
Renewal Date
Date
L ICENSED LANDSCAPE ARCHITECT
STATE
OF
CAL
IFORNIA
BARBARA
M
. HATCH
1CITY COMMENTS2-13-25
03060120
IRRIGATION HYDRO-ZONE LEGEND
Water Efficient Landscape Budget Calculations
Reference Evapotranspiration (ETo)47.0
MAWA - Regular Landscape Areas
MAWA = (ETo) x (0.62) x ((ETAF x LA)+(1-ETAF x SLA))
landscape area49,051s.f.
SLA 0 s.f.
ETAF0.45average ETAF for regular landscape areas must be 0.55 residential areas, and 0.45 for non-residential areas total area with SLA49,051
mawa total643,206gallons per year
ETWU - Regular Landscape Areas
ETWU = (ETo) x (0.62) x ((ETAF x LA)+SLA))
hydro-zone
numberplant water use plant factor (PF) irrigation method irrigation efficiency ETAF (PF/IE) hydro-zone areaETAF x Area ETWU 1low0.2drip0.810.24715,931 3,933.6 114,625
2low0.2drip0.810.24724,697 6,098.0 177,696
3low0.2drip0.810.2474,638 1,145 33,371
4low0.2drip0.810.2473,78593527,233
SLA---1.0---1.001.000000
A(e) landscape0.0---60,001
ETWU totals49,051 12,111.4 352,925
Total area with all zones and SLA109,052
ETAF calculations
total ETAF x area12,111.4
total area49,051s.f.
average ETAF0.247Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and
0.45 or below for non-residential areas.
ETWU calculations
ETWU = (ETo) x (0.62) x [((PF x HA) / IE)) + SLA]
Etoconv. factor PF x Area/IE SLA
EWTU= 47.00.6212,111.40
EWTU (gallon per year)=352,925
TOTALS
MAWA total643,206gallons per year
ETWU total352,925gallons per year
45.1Percentage reduction of Potable Irrigation Water
Note: Zone 'A' - (existing landscape area) not included in water calculations